|
Total Valuation |
Fee |
|
$ |
1.00 |
to |
$ |
500.00 |
$23.50 |
|
$ |
501.00 |
to |
$ |
2,000.00 |
$23.50 for the first $500.00 plus $3.05 for each additional $100.00, or fraction thereof, to and including $2000.00 |
|
$ |
2,001.00 |
to |
$ |
25,000.00 |
$69.25 for the first $2,000.00 plus $14.00 for each additional $1,000.00, or fraction thereof, to and including $25,000.00 |
|
$ |
25,001.00 |
to |
$ |
50,000.00 |
$391.75 for the first $25,000.00 plus $10.10 for each additional $1,000.00, or fraction thereof, to and including $50,000.00 |
|
$ |
50,001.00 |
to |
$ |
100,000.00 |
$643.75 for the first $50,000.00 plus $7.00 for each additional $1,000.00, or fraction thereof, to and including $100,000.00 |
|
$ |
100,001.00 |
to |
$ |
500,000.00 |
$993.75 for the first $100,000.00 plus $5.60 for each additional $1,000.00. or fraction thereof, to and including $500,000.00 |
|
$ |
500,001.00 |
to |
$ |
1,000,000.00 |
$3,233.75 for the first $500,000.00 plus $4.75 for each additional $1,000.00, or fraction thereof, to and including $1,000,000.00 |
|
$ |
1,000,001.00 |
and up |
$5,608.75 for the first $1,000,000.00 plus $3.65 for each additional $1,000.00, or fraction thereof |
|
Other Inspections and Fees: |
|
1. |
Inspections outside of normal business hours
(minimum charge 2 hours) |
$50.00 Per hour* |
|
2. |
Reinspection fees assessed under provisions of Section 108.4 |
$50.00 Per Hour* |
|
3. |
Inspections for which no fee is specifically indicated |
$50.00 Per Hour* |
|
4. |
Additional plan review required by changes, additions or revisions to plans |
$50.00 Per Hour* |
|
5. |
For use of outside consultants for plan checking and inspections, or both |
Actual Cost** |
|
6. |
For issuance of each Temporary Certificate of Occupancy |
$750.00*** |
* Or the total hourly cost to the jurisdiction, whichever is the greatest. The cost shall include supervision, overhead, equipment, hourly wages and fringe benefits of the employees involved.
** Actual costs include administrative and overhead costs.
*** $500.00 will be refunded if a Certificate of Occupancy is issued prior to the expiration of the Temporary Certificate of Occupancy
Section R109
INSPECTIONS
Delete Section R109 in its entirety and substitute as follows:
R109.1 General. Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this Code or of other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this Code or of other ordinances of the jurisdiction shall not be valid. It shall be the duty of the permit applicant to cause the work to remain accessible and exposed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection.
R109.2 Inspection record card. Work requiring a building permit shall not be commenced until the permit holder or his agent shall have posted an inspection record card in a conspicuous place on the premises and in a position as to allow the building official to make the required entries conveniently thereon regarding inspection of the work. The address of the building site shall be posted in a conspicuous place readily visible from the public road. This card shall be maintained in such position by the permit holder until all inspections have been made and final approval has been granted by the building official. No permanent electric meters shall be released until the card has all required signatures and is returned to the Department of Building Safety for verification.
R109.3 Required inspections. The building official, upon notification, shall make the inspections set forth in Sections 109.3.1 through 109.3.10.
R109.3.1 Footing inspections. To be made after trenches are excavated, forms erected and reinforcing steel, if any, placed and before any footings are poured.
R109.3.1.1 Drilled pier inspections. Shall be made while the piers are being drilled. The Engineer of record or his authorized representative shall be present during the drilling operations and be available to the County building inspector during required inspections per Appendix Chapter M.
R109.3.1.2 Foundation wall inspections. Shall be made after the footings or piers have been poured. The foundation walls shall be formed and reinforcing steel and void material in place per accepted plan.
R109.3.2 Concrete slab or under-floor inspection. Concrete slab and under-floor inspections shall be made after in-slab or under-floor reinforcing steel and building service equipment, conduit, piping accessories and other ancillary equipment items are in place, but before any concrete is placed or floor sheathing installed, including the subfloor.
R109.3.3 Midroof inspection. A midroof inspection shall be required when the roof is between 10 percent and 25 percent completed.
R109.3.4 Frame inspection. Framing inspections shall be made after the roof deck or sheathing, all framing, fire blocking and bracing are in place and pipes, chimneys and vents to be concealed are complete and the rough electrical, plumbing, heating, wires, pipes and ducts inspections are approved.
R109.3.5 Lath or gypsum board inspection. Lath and gypsum board inspections shall be made after lathing and gypsum board, interior and exterior, is in place, but before any plastering is applied or before gypsum board joints and fasteners are taped and finished.
R109.3.6 Fire-resistant penetrations. Protection of joints and penetrations in fire-resistance-rated assemblies shall not be concealed from view until inspected and approved.
R109.3.8 Other inspections. In addition to the inspections specified above, the building official is authorized to make or require other inspections of any construction work to ascertain compliance with the provisions of this Code and other laws that are enforced by the Department of Building Safety.
R109.3.9 Special inspections. For special inspections, see Section 901.5.1 and Section 1704 of the 2003 International Building Code.
R109.3.10 Final inspection. The final inspection shall be made after all work required by the building permit is completed.
R109.4 Inspection agencies. The building official is authorized to accept reports of approved inspection agencies, provided such agencies satisfy the requirements as to qualifications and reliability.
R109.5 Inspection requests. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspection of such work for any inspections that are required by this Code.
R109.6 Approval required. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or shall notify the permit holder or an agent of the permit holder wherein the same fails to comply with this Code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official.
Section R110
CERTIFICATE OF OCCUPANCY
Add the following Section:
R110.1.1 Certificate of occupancy. No Certificate of Occupancy shall be issued unless it has first been determined that the curb, gutter and sidewalk adjoining to the property which is required pursuant to Jefferson County Land Development Regulations has been satisfactorily completed in accordance with the Jefferson County Roadway Design and Construction manual or other construction plan approved by the County for the subject property.
R110.4 Temporary occupancy. Add the following sentence:
See Table 1 A for Temporary Certificate of Occupancy fee.
Delete Section R112 Board of Appeals in its entirety and substitute as follow:
Section R112
BOARD OF REVIEW
R112.1 General. A Board of Review is hereby established, the members of which shall be appointed by the Board of County Commissioners. The word "Board" when used in this Section shall be construed to mean Board of Review. The Board shall consist of three (3) members and two (2) alternate members. In the absence or abstention of a regular member an alternate member shall vote as a regular member. The members serving on the Board at the adoption of this Code shall be retained and considered as reappointed to the Board for the length of terms which they were serving. All subsequent regular members of the Board shall be appointed for three (3) year terms respectively, except that the alternate members shall be appointed for a one (1) year term. All members shall be appointed so that at least the term of one member shall expire each year. Vacancies shall be appointed for the balance of the term of the person replaced. Members of the Board shall be experienced in building practices and shall be chosen to be representative of both building design and construction fields. The Board shall, at its first regular meeting of each year, select a chairman, vice-chairman, and a secretary. The secretary may or may not be a member of the Board. Each of these officers shall perform the duties customarily performed by such officers.
In all cases, a decision of the Board shall require a vote of not less than two (2) members of the Board in favor of such decision. Each vote shall be entered as a matter of record in the proceedings of the Board meetings. The Board shall hold meetings as required and such meetings shall be open to the public. It shall keep complete minutes and records on all proceedings.
R112.2 Power of the Board. The Board shall have the following powers:
R112.2.1 The Board may adopt substantive rules and regulations considered necessary for an effective, harmonious procedure at these meetings, not inconsistent with the code. In no case shall said rules or regulations become effective unless a public hearing thereon has been conducted by the Board, after notice of the hearing has been given setting forth the time and place of such hearing. The notice shall also include the time and place where the proposed rules and regulations may be inspected prior to the hearing.
R112.2.2 To hear and decide upon appeal, where it is alleged by the appellant that there is a point of dispute with regard to any order, requirement, decision, or determination made by an administrative official or agency based on or made in the enforcement of this Code. In the execution of this power, the Board may modify, change, or reverse the decision of the building official.
R112.2.3 The Board, in appropriate cases and subject to appropriate principles, standards, rules, conditions, and safeguards set forth in the International Residential Code, may grant special exceptions to the International Residential Code in harmony with the general intent and purpose of the code. The board shall have no authority to waive requirements of this code.
R112.2.4 In order to recognize changes in building materials and construction, the Board shall, at the request of the building official, review the Code. At its discretion, the Board may recommend to the Board of County Commissioners amendments to the Code. Upon request by the building official, special methods of design, methods of construction, and materials not covered by the Code may be approved by the Board if within the intent and general purposes of the Code.
R112.2.5 Appeals from decisions of the building official shall be filed not less than seven (7) days prior to a Board of Review hearing to appear on the agenda for that meeting. Appeals shall be in writing, on forms prescribed by the Board of Review. Such forms shall be available in the building official's office. The form shall contain the name and address of the person appealing the decision of the building official; the name and address of the premises involved; and the reason why the person appealing believes the decision of the building official is in error. Three (3) copies of the appeal shall be filed, one of which shall be given to the building official, one of which shall be permanently filed with the Board of Review, and one which shall be placed in the building permit file.
R112.2.6 All applications for an appeal of a decision of the building official or for a special exception shall be signed by the owner of the property or be accompanied by a power-of-attorney from the owner.
R112.2.7 No application or appeal dismissed or denied can be considered again, except: (a) on a motion to reconsider the vote; or (b) on a request for rehearing. No request to grant a rehearing shall be entered unless new evidence is submitted which would not have been with due diligence, presented at the previous hearing.
R112.2.8 The Board may, on a motion by any member, review any decision that it has made and may reverse or modify such decision, but no such review shall prejudice the right of any person who has, in good faith, acted thereon before the ruling is reversed or modified.
R112.2.9 If a second or special hearing is granted by the Board, a fee of $250.00 shall be paid by the appellant at the time of filing.
R202 Definitions:
Townhouse. Change to read as follows: A single-family dwelling unit separated by a lot line, and constructed in a group of two or more attached units in which each unit extends from foundation to roof and with open space on at least two sides.
Table R301.2(1)
Climatic And Geographic Design Criteria
| Roof Snow Load |
Wind Speed (mph) |
Seismic Design Category |
Subject to Damage From |
| Weatheringa |
Frost line Depth |
Termite |
Decay |
| Varies |
100 mph Exposure C |
B |
Severe |
36" |
Slight to Moderate |
None to Slight |
| Winter Design Temp |
Ice Shield Under- Layment Required |
Flood Hazards |
Air Freezing Index |
Mean Annual Temp |
| 1 F |
No |
Varies |
532 |
50.5 F |
For SI: 1 pound per square foot = 0.0479 kN/m2, 1 mile per hour = 1.609 km/h.
R301.2.3.1 Snow loads. The roof structure shall be designed for snow loads as determined by the Basic Snow Load Design in Table R301.5.1 except in no case shall the snow load be less than 30 pounds per square foot.
Table R301.5.1
Basic Snow Load
S = Snow Load (psf)
E = Elevation Above Sea Level
S = 1.882 x (.001E - 2.5) 2
|
Elevation (asl) |
Snow Load (psf) |
Elevation (asl) |
Snow Load (psf) |
|
<<6500 |
30 |
9000 |
80 |
|
6500 |
30 |
9125 |
83 |
|
6625 |
32 |
9250 |
86 |
|
6750 |
34 |
9375 |
89 |
|
6875 |
36 |
9500 |
92 |
|
7000 |
38 |
9625 |
96 |
|
7125 |
40 |
9750 |
99 |
|
7250 |
42 |
9875 |
102 |
|
7375 |
45 |
10000 |
106 |
|
7500 |
47 |
10125 |
109 |
|
7625 |
49 |
10250 |
113 |
|
7750 |
52 |
10275 |
117 |
|
7875 |
54 |
10500 |
120 |
|
8000 |
57 |
10625 |
124 |
|
8125 |
60 |
10750 |
128 |
|
8250 |
62 |
10875 |
132 |
|
8375 |
65 |
11000 |
136 |
|
8500 |
68 |
11125 |
140 |
|
8625 |
71 |
11250 |
144 |
|
8750 |
74 |
11375 |
148 |
|
8875 |
76 |
11500 |
152 |
R305.1 Minimum height. Delete Exception 2 in it entirety and substitute as follows.
Exception 2: All basements in new dwelling units shall have ceiling heights as required for habitable space.
R309.1 Opening protection: Add the following sentence to Section 309.1: Doors shall be self-closing.
Delete Section 309.2 in its entirety and substitute as follows.
R309.2 Separation required. The garage shall be separated from the residence and its attic area by not less than 5/8" Type X Gypsum wallboard applied to the garage side. Where the separation is a floor-ceiling assembly, the structure supporting the assembly shall also be protected by not less than 5/8" Type X gypsum wallboard or equivalent.
Add the following Section:
R309.7 Special height provision. A Group U Occupancy building, used as an accessory to a Group R, Division 3 Occupancy, and not exceeding 1000 square feet in area per floor as determined by outside dimensions, may have a second story provided the second story is for non-habitable use only. For buildings exceeding 1000 square feet in total area, the exterior wall and opening protection shall be as required for a building classified as a Group R, Division 1 Occupancy.
Section R311.5.3.3 Profile. Add the following exception:
3. A Nosing projection is not required for concrete stairs, interior or exterior.
Add the following Section:
R403.1.9 Design criteria for Designated Dipping Bedrock Area, as determined by the Planning and Zoning Department.
Piers:
Minimum pier length of 25 feet when bedrock is shallower than 19 feet below surface grade. For piers designed for support in bedrock, minimum 6 foot penetration into bedrock is required.
Minimum pier diameter of 10 inches
Minimum 1.5% steel area (Grade 60) = 1.18 square inches on 10 inch diameter pier = (2) #7 Grade 60 bars in 10 inch diameter pier
Pier steel shall extend into top row of wall steel.
Foundation Walls:
Designed for minimum 50 p.c.f. equivalent fluid pressure when house penetrates bedrock or when soils adjacent to basement swell greater than 4% at 1000 pound surcharge or 5% at 500 pound surcharge. Higher minimum equivalent fluid pressures shall be used if geotechnical report indicates.
Structural basement floor required if bedrock is encountered within 6 feet of basement floor or when soils within 6 feet swell greater than 4% at 1000 pound surcharge or 5% at 500 pound surcharge. Adjustable teleposts shall be used at intermediate structural floor support.
No wall with a lateral surcharge on only one side shall be greater than 25 feet in length without counterfort or buttress.
Minimum 6 inch foundation voids shall be used when bedrock is encountered within 6 feet of basement or when soils within 6 feet of basement swell greater than 4% at 1000 pound surcharge or 5% at 500 pound surcharge.
Drainage and Grading:
A foundation drain and sump pit shall be installed in all homes unless exempted by Section R405.1. If the sump pit is the sole discharge system used, an operational pump shall be installed with adequate surface discharge or discharge into positive sloped pipe to an underdrain. If the sump pit is used as a backup to an underdrain connection, a pump is not required.
Foundation drains shall have a minimum 1% fall with the low point at the discharge connection.
Add the following Sections.
R905.1.1 Wildfire zones defined. For the purpose of this Code, the unincorporated portion of Jefferson County is divided into Wildfire Zones which shall be known and designated as Wildfire Zones 1 and 2. The Wildfire Zones shall include such territory or portions of the unincorporated county as shown in Figure No. 1, the Wildfire Zone Map, which is attached to and incorporated into this chapter by this reference and is located in this Supplement. For sites close to the dividing line, a larger scale map is available in the Planning and Zoning Department for determining within which Wildfire Zone a property is located.
R905.1.2 Buildings located in more than one wildfire zone. A building or structure which is located partly in one Wildfire Zone and partly in another shall be considered to be in the Wildfire Zone in which more than on-half of its total floor area is located.
R905.1.3 Moved buildings. Any building or structure moved within or into any Wildfire Zone shall be made to comply with all the requirements for new buildings in that Wildfire Zone.
R905.1.4 Re-roofing: Re-roofing includes any repairs of more than 10% of the total roof covering during any three-year period. A repair of 10% or less of the total roof covering in any three-year period may utilize approved roofing materials comparable to the existing roofing materials.
R905.1.5 Restrictions in Wildfire Zone 1
R905.1.5.1 Roof coverings, General, Zone 1: Buildings hereafter erected, constructed, enlarged, altered, repaired or moved into Wildfire Zone 1 shall comply with the following: Except where this Code requires a greater protection, roof coverings for new buildings or structures or additions thereto or roof coverings utilized for re-roofing shall be Class A.
R905.1.6 Restrictions in Wildfire Zone 2.
R905.1.6.1 Roof coverings, General Zone 2: Buildings hereafter erected, constructed, enlarged, altered, repaired or moved into Wildfire Zone 2 shall comply with the following: Except where this Code requires greater protection, roof coverings for new buildings or structures or additions thereto or roof coverings utilized for re-roofing shall be Class A, Class B or Class C, or any other roof covering permitted by this Code.
Wildfire Zone
The Wildfire Zone line generally follows what is called the "mountain front," which is a line connecting the average Eastern-most points on the 6400 foot contour line of the U.S.G.S. topographic maps. The State Forest Service concurs that this line indicates the predominant change from plain to mountain topography. The canyons are within the Wildfire Zone 1 because of the chimney-effect of the terrain. The location of the Wildfire Zone Line recognizes vegetation, slope, fire department accessibility, water supply, response time and infrastructure.
This line has been imposed on the Jefferson County Base Map to divide the County into two Wildfire Zones as described in Chapter 9 of the Jefferson County Supplement to the International Residential Code.
R1003.1 Masonry fireplaces. General. and
R1004.1 Factory-Built Fireplaces. General Add the following paragraph to each Section:
Every new fireplace shall have permanently installed either:
- Approved gas logs
- Other approved gas or alcohol specific appliances
- An approved fireplace insert meeting the most stringent emission standards for wood stoves established under State statute and/or regulations promulgated by the State Air Quality Control Commission (AQCC) as of the time of installation of the fireplace; or
- A solid fuel burning device which is exempt from and not eligible for certification under U.S. Environmental Agency (U.S. EPA) regulations for wood stoves but which has been tested to demonstrate its emission performance is in accordance with criteria and procedures not less stringent than those required by the U.S. EPA and/or AQCC for wood stoves manufactured after July 1, 1990, subject to the following:
- All test criteria and procedures shall be submitted by the applicant for review and approval by the Jefferson County Health Department prior to approval testing
- Emission performance approval of the solid fuel burning device shall be based upon test results that demonstrate to the Jefferson County Health Department's satisfaction that the solid fuel burning device meets the emission performance requirements of the U.S. EPA and/or AQCC for wood stoves manufactured after July 1, 1990. (Effective January 1, 1991 - CC90-617.)
Mechanical Code
Chapters 12 through 23
Add the following Section.
M1201.3 Permit fees. The following Fee Table is to be used to determine the permit fees for all mechanical permits issued for work not in conjunction with an active building permit.
|
Fee Table |
|
Valuation Of Work |
PERMIT FEE |
|
Not more than $2,000.00 |
$30.00 |
|
More than $2,000.00 but not more than $50,000.00 |
$14.00 per each $1,000.00 valuation or fraction thereof |
|
More than $50,000.00 but not more than $500,000.00 |
$150.00 plus $11.00 per each $1,000.00 valuation or fraction thereof |
|
More than $500,000.00 |
$1,150.00 plus $9.00 per each $1,000.00 valuation or fraction thereof |
Add the following Sections.
M1307.1.1 LPG appliances. LPG appliances shall not be installed in a pit, basement, or crawl space where unburned fuel may accumulate unless an approved sensing device is installed.
M1307.1.2 Gas logs. Approved gas logs shall be installed in new solid fuel burning fireplaces when required by Sections R1003.1 and R1004.5 of the 2003 International Residential Code Amended effective January 1, 2004.
M1401.1.1 Unvented room heaters. Unvented room heaters are prohibited in one- and two-family dwellings.
M1414.3 Solid fuel decorative appliances. Every new installation of a solid fuel burning vented decorative appliance or room heater shall meet the most stringent emission standards for wood stoves established under State statute and/or regulations promulgated by the State Air Quality Control Commission as of the time of installation of the appliance or room heater. (Effective January 1, 1991 - CC90-617)
M1602.4 Location of return air ducts. Return air ducts run in the same chase as a fuel burning appliance vent shall be tightly sealed.
M1703.2.1.1 Location of combustion air. Combustion air ducts shall terminate within 4 feet of the appliance served.
Fuel Gas
Chapter 24
Add the following:
G2401.2 Permit fees. The following Fee Table is to be used to determine the permit fees for all fuel gas permits issued for work not in conjunction with an active building permit.
|
Fee Table |
|
VALUATION OF WORK |
PERMIT FEE |
|
Not more than $2,000.00 |
$30.00 |
|
More than $2,000.00 but not more than $50,000.00 |
$14.00 per each $1,000.00 valuation or fraction thereof |
|
More than $50,000.00 but not more than $500,000.00 |
$150.00 plus $11.00 per each $1,000.00 valuation or fraction thereof |
|
More than $500,000.00 |
$1,150.00 plus $9.00 per each $1,000.00 valuation or fraction thereof |
G2406.2 Add Item Number 5. LPG appliances. LPG appliances shall not be installed in a pit, basement or crawl space where unburned fuel may accumulate unless an approved sensing device is installed.
Delete Exception Numbers 3 and 4.
G2407.11 Add Item Number 9. Combustion air ducts. Combustion air ducts shall terminate within 4 feet of the appliance served.
Delete Section 2417.4.1 in its entirety and substitute as follows.
G2417.4.1 (406.4.1) Test pressure. The test pressure to be used shall be not less than one and one-half times the proposed maximum working pressure, but not less than 10 psig (20 kPa gauge,) irrespective of design pressure. Where the test pressure exceeds 125 psig (862 kPa gauge,) the test pressure shall not exceed a value that produces a hoop stress in the piping greater than 50 percent of the specified minimum yield strength of the pipe.
G2432.1 General. Add the following sentence:
Approved gas logs shall be installed in new solid fuel burning fireplaces when required by Sections R1003.1 and R1004.5 of the International Residential Code Amended effective January 1, 2004.
Delete Section G2445 in its entirety and substitute as follows
Section G2445. Unvented Room Heaters are prohibited.
Plumbing Code
Chapters 25 through 32
P2501.3 Permit fees. The following Fee Table is to be used to determine the permit fees for all plumbing permits issued for work not in conjunction with an active building permit.
|
Fee Table |
|
Valuation of Work |
PERMIT FEE |
|
Not more than $2,000.00 |
$30.00 |
|
More than $2,000.00 but not more than $50,000.00 |
$14.00 per each $1,000.00 valuation or fraction thereof |
|
More than $50,000.00 but not more than $500,000.00 |
$150.00 plus $11.00 per each $1,000.00 valuation or fraction thereof |
|
More than $500,000.00 |
$1,150.00 plus $9.00 per each $1,000.00 valuation or fraction thereof |
P2708.1 Showers. Add the following sentence: The minimum net egress width from the shower compartment shall be 22 inches.
P2603.6.1 Sewer Depth. Building sewers that connect to private sewage disposal systems shall be a minimum of 12 inches below finished grade at the point of septic tank connection. Building sewers shall be a minimum of 12 inches below grade.
P3103.1 Roof extension. All open vent pipes which extend through a roof shall be terminated at least 6 inches above the roof or 6 inches above the anticipated snow accumulation, except where a roof is to be used for any purpose other than weather protection, the vent extensions shall run at least 7 feet above the roof.
Electric Code
Chapters 33 through 42
Add the following Section:
E3301.5 Permit fees. The following Fee Table is to be used to determine the permit fees for all electrical permits issued for work not in conjunction with an active building permit.
|
Fee Table |
|
Valuation Of Work |
PERMIT FEE |
|
Not more than $2,000.00 |
$30.00 |
|
More than $2,000.00 but not more than $50,000.00 |
$14.00 per each $1,000.00 valuation or fraction thereof |
|
More than $50,000.00 but not more than $500,000.00 |
$150.00 plus $11.00 per each $1,000.00 valuation or fraction thereof |
|
More than $500,000.00 |
$1,150.00 plus $9.00 per each $1,000.00 valuation or fraction thereof |
E3801.3 Small appliance receptacles. Add the following sentence:
Such circuits, whether two or more are used, shall be limited to a maximum of four (4) outlets per circuit.
The following Appendix Chapters are hereby adopted and enforced by Jefferson County, Colorado.
Appendix Chapter A : Sizing and Capacities Of Gas Piping.
Appendix Chapter B: Sizing of Vent Systems.
Appendix Chapter C: Exit Terminals of Mechanical Draft Systems.
The following New Appendix Chapters are to added and adopted.
Appendix Chapter M: Instructions For Completing The Foundation Compliance Form, required for all foundations designed by an engineer or architect.
Appendix Chapter N: Unsafe Buildings and Structures.
Appendix Chapter M
(New Chapter)
Instructions for Completing the Foundation Compliance Form
A completed Foundation Compliance Form is required for all foundations designed by an engineer or architect.
1. Section A or B shall be filled out completely and stamped by a Professional Engineer or Licensed Architect. (In the case of drilled piers, a Professional Engineer's stamp is required.) Please refer to the form to determine whether Section A or B is applicable.
2. The form cannot be altered.
3. If a drilled pier foundation is used, drilling logs SHALL be attached.
4. The completed form shall be submitted PRIOR to requesting a final building inspection.
5. Failure to follow these outlined procedures shall result in REJECTION of the Foundation Compliance Form and a delay in the final building inspection and/or issuance of the Certificate of Occupancy.
SITE CONDITIONS/PREPARATIONS
This Section deals with the general onsite conditions found on the particular property to be inspected. These conditions include, but are not limited to:
- Site Vegetation
- Tree Roots
- Lot Cut
- Lot Fill
Site vegetation: Foundation excavations shall be inspected for the presence of organic matter and vegetation. Such vegetation includes native grasses, weeds, shrubs and other vegetation. The site shall be void of such materials before the installation of the foundation.
Tree roots: The areas of the foundation where concrete will be placed shall be inspected for the presence of roots of trees and shrubs and shall be void of such materials before the installation of the foundation.
Lot cut and fill: Cut and fills which may affect the performance of the structure shall be verified to be of a stable configuration and meet the bearing capacity specified in the geotechnical report and foundation design.
Drainage: Any site drainage conditions that would require special site preparation or foundation design shall be noted and reported to the design engineer prior to installation of the foundation.
Other: The existence of other site conditions specified in the plans shall be verified.
Tolerances: Any reference to a "tolerance" means the tolerance which is specified in the accepted plans.
Piers/pier holes: Piers (caissons) shall be inspected within the following parameters.
| Number |
Alignment |
| Size |
Spacing |
| Depth |
Concrete |
| Material Presentation |
Cap Finish |
| Groundwater |
Reinforcing |
| Refuse Material |
Casings |
Number: Total number of piers (caissons) shall be identical to pier number specified in design and specifications. Drilling logs shall be provided by the drilling contractor specifying the total number drilled and depth of each.
Inspections shall be made on a minimum of 50% of pier holes. The inspections shall include piers drilled on all levels of excavations, as well as at opposite ends of the excavations (two corners; diagonal.)
A sketch showing the location of pier holes shall be attached.
Size: Minimum diameter tolerance on piers. Any variation in pier diameter shall be approved by the design engineer and noted on the drill log submitted with the Foundation Compliance Form. Diameter to be measured with steel tape.
Depth: Depth shall be per design and specifications and shall be measured with steel tape.
Material penetration: Piers shall be drilled into bedrock or refusal per design and specifications. Inspection to be made with light and mirror test and onsite evaluation of material brought out of pier hole.
Groundwater: Pier holes should be dry at time of inspection. If conditions observed indicate more than 4" of groundwater in any pier hole, the inspector shall remain to inspect all caissons and concrete placement.
Refuse material: Pier holes shall be clean at the bottom and shall be visually inspected.
Alignment: Piers are to be straight, plumb, and true and shall be visually inspected. Proper alignment shall be verified at various depths of hole.
Spacing: Piers shall be located and spaced properly as per accepted foundation design and specifications.
Concrete: Concrete shall be placed and tested per the strength specifications and placement procedures contained in the accepted plans. Concrete shall be properly cured per the specified plans and standard engineering practice.
Cap finish: The pier cap shall be clean and the same diameter as the piers per accepted foundation design and specification.
Reinforcing: Reinforcing in pier shall be per accepted foundation and structural design and specifications.
Casing: If water is found in pier hole greater than 4" deep or if cave-in of pier hole sides occurs, design engineer shall specify remedy and shall note the remedy on the submitted documentation accompanying the drill log.
PIER AND BEAM
Piers shall be inspected as outlined. Beams shall conform to the following:
Pier union to beam via steel shall be per plans and design specifications.
Grade beam shall be of proper dimension per design specifications.
Grade beam shall be placed as specified in accepted design and specifications.
The top of drilled piers shall be clean and placed per accepted design specifications to create a uniform pier shaft.
Steel shall be continuous with no gaps, except as specified in the accepted plans.
Steel size and grade shall be per accepted plans and design specifications.
The pier cap shall be clean and the same diameter as the piers per the accepted specifications.
BEAM VOIDS
Proper void size and material shall be per plans.
Void material shall be properly placed per specifications in accepted construction plans.
Void material shall be in good condition.
Wet or collapsed void material shall be replaced prior to concrete placement or reestablished after forms are removed.
Joints in void material shall be sealed.
All concrete infiltration into void space shall be removed after forms are removed.
FOUNDATION WALLS/SPREAD AND PAD FOOTINGS/SLAB-ON-GRADE
Height, depth, width, length and reinforcing shall be per accepted foundation structural design and specifications.
Steel reinforcing: Reinforcement steel/mesh shall be as specified by accepted foundation and structural design as to size, type and grade. Steel shall be clean and free of loose rust. Any loose rust or scaling shall be removed before concrete placement. The steel/mesh shall be positioned in the center of the slab or as outlined in the accepted plans.
Foundation drains: Foundation drains to be located and placed as per accepted foundation design and specifications.
The drains shall be inspected to verify the fall specified in the plans. The daylight or discharge point shall also be inspected to verify positive flow.
Foundation Compliance Form
Do Not Alter This Form
(Please Print Legibly)
Jefferson County Department of Building Safety
100 Jefferson County Parkway
Golden CO 80419-3540
Permit No:__________________
Date of Issuance :__________
Construction Site Address: _____________________________________
_____________________________________ _____________________________________
Contractor's Name and Address:
_____________________________________
_____________________________________ _____________________________________
Type of Foundation: Drilled Piers____ Spread Footings____
Pad and Grade Beam____Narrow Spread Footings____
Other (Please Specify)____________________________
Foundation Inspection Procedure
All inspections must be performed according to the procedures outlined in this Appendix Chapter M, of the 2003 Jefferson County Building Code Supplement and must be signed and stamped by a Colorado Registered Professional Engineer or Colorado Licensed Architect. (Drilled pier foundations must bear the seal of a Colorado Registered Professional Engineer.) This appendix to the code provides a procedural guideline and is as comprehensive as possible, but cannot account for every possible situation encountered in the field. The guidelines shall be deemed to be the minimum inspection required and do not relieve the engineer or architect from any responsibility to conduct such additional inspections as may be necessary to determine that the foundation conforms to the plans and specification accepted for construction for the above referenced project. The inspecting engineer/ architect is required to consult the design engineer/architect on any unusual condition which may arise on the site. A set of foundation drawings bearing the Jefferson County Stamp must be on the job site. Any modifications to accepted plans must be approved by the design engineer and revised plans showing those modification submitted to the Department of Building Safety.
Verification of Inspection
Our representative has inspected the applicable portion of the foundation and subsurface drainage system (where applicable) in accordance with the guidelines set forth in this appendix chapter of the International Building / Residential Code. I do hereby verify that the portions inspected were in compliance with the plans and specifications on file with the Department of Building Safety. However, this verification is not a guarantee as to the overall performance of the foundation system.
Drilling logs for drilled pier foundations MUST be attached to the Foundation Compliance Form.
Fill out Section A if one engineer has completed and is responsible for all the required inspections.
Fill out Section B only if more than one engineer has completed and is responsible for the required inspections.
Section A
|
Type Of Inspection |
Dates of Inspections |
Seal & Signature |
|
1. |
Site Condition / Preparation |
|
|
2. |
Pier Holes & Piers / Caissons / Footings |
|
|
3. |
Grade Beams / Foundation Walls / Slab on Grade |
|
|
4. |
Other: |
|
|
5. |
Foundation Drains |
|
|
Engineer: |
|
Firm Name: |
|
Address: |
Section B
|
Site Condition
Preparation |
Dates of Inspections |
Seal & Signature |
|
|
|
| |
| Engineer: |
|
Firm Name: |
|
Address: |
|
Pier Holes & Piers
Caissons
Spread Footings
Pad Footings |
Dates of Inspections |
Seal & Signature |
|
|
|
| |
| Engineer: |
|
Firm Name: |
|
Address: |
|
Grade Beams
Foundation Walls
Slab-on-Grade |
Dates of Inspections |
Seal & Signature |
|
|
|
|
|
| Engineer: |
|
Firm Name: |
|
Address: |
|
Other : Specify |
Dates of Inspections |
Seal & Signature |
|
|
|
| |
| Engineer: |
|
Firm Name: |
|
Address: |
|
Foundation Drains |
Dates of Inspections |
Seal & Signature |
|
|
|
| |
| Engineer: |
|
Firm Name: |
|
Address: |
Note: A completed Foundation Compliance Form must be submitted and recorded with the Jefferson County Department of Building Safety prior to requesting a final building inspection.
APPENDIX CHAPTER N
(New Chapter)
UNSAFE BUILDINGS AND STRUCTURES
R115.1 Unsafe buildings or structures. All buildings or structures regulated by this Code which are structurally unsafe or not provided with adequate egress, or which constitute a fire hazard, or are otherwise dangerous to human life are, for the purpose of this Section, unsafe. Any use of buildings or structures constituting a hazard to safety, health or public welfare by reason of inadequate maintenance, dilapidation, obsolescence, fire hazard, disaster, damage or abandonment is, for the purpose of this Section, an unsafe use. Parapet walls, cornices, spires towers, tanks, statuary and other appendages or structural members which are supported by, attached to, or a part of a building and which are in deteriorated condition or otherwise unable to sustain the design loads which are specified in this Code are hereby designated as unsafe building appendages.
R115.2 Public nuisances. All such unsafe buildings are hereby declared to be public nuisances and shall be abated by repair, rehabilitation, demolition, or removal in accordance with the procedures specified in this Section.
R115.2.1 Notice to owner. The building official shall examine or cause to be examined every building or structure or portion thereof reported as dangerous or damaged and, if such is found to be an unsafe building as defined in this Section, the building official shall give to the owner of such building or structure written notice stating the defects thereof. This notice may require the owner or person in charge of the building premises, within 48 hours, to commence either the required repairs or improvements or demolition and removal of the building or structure or portion thereof, and all such work shall be completed within 90 days from the date of notice unless otherwise stipulated by the building official. If necessary, such notice shall also require the building, structure or portion thereof to be vacated forthwith and not reoccupied until the required repairs and improvements are completed, inspected, and approved by the building official.
If no address can be found for the owner of said property, the notice may be served by publishing a copy of the notice once in a newspaper of general circulation within Jefferson County, setting forth the address of the premises involved, if any, and the legal description of said premises and stating defects complained of and the time in which said defects shall be corrected. Said notice shall be considered served three (3) days after the publication date of said newspaper.
Proper service of such notice shall be by personal service upon the owner of record, or such service may be made upon said owner by certified mail; provided that, if such notice is by certified mail, the designated period within which said owner or persons in charge is required to comply with the order of the Building Official shall begin as of the date he received such notice.
R115.2.2 Posting of signs. The building official shall cause to be posted at each entrance of such building a notice to read: "DANGER, KEEP OUT." THIS STRUCTURE IS UNSAFE FOR OCCUPANCY. Such notice shall not be removed without permission of the building official and no person shall enter the building except for the purpose of making the required repairs or demolishing the building.
R115.2.3 Right to demolish. In case the owner shall fail, neglect, or refuse to comply with the notice to repair, rehabilitate, or to demolish and remove said building or structure or portion thereof, the County Commissioners may order the owner of the building prosecuted as a violator of the provisions of the code and may order the building official to proceed with the work specified in such notice. A statement of the cost of such work shall be transmitted to the County Commissioners who shall cause the same to be paid and levied as a special assessment against the property.
R115.2.4 Costs. Costs incurred under subSection 115.2.3 shall be paid out of the County General Fund. Such costs shall be charged to the owner of the premises involved as a special assessment on the land on which the building or structure is located, and shall be collected in the manner provided for special.
Last Modified: Oct 5, 2010 11:46 AM